C04c_Dwg-TreeCoolerDM(2026.05.15).pdf
PDF 2 MB Posted
- Attached to
- McCall & Council Yard Tree Cooler Deferred Maint
- Solicitation number
- 1240LT26Q0139
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of construction drawings for deferred maintenance work at two Forest Service facilities operated by the U.S. Department of Agriculture. The project involves repairs and improvements to the McCAll Yard Tree Cooler and Council Yard Tree Cooler, both located on Payette National Forest properties in Idaho.
Work scope at both sites includes removal and replacement of existing metal roofing (approximately 3,725 square feet), installation of approximately 500 square feet of additional roof structure, and installation of approximately 4,225 square feet of new standing seam metal roofing. Additional work includes installing new concrete pads in front of loading docks, replacing existing windows (five at each site, ten total), repairing concrete stairs and railings, installing new storm drainage systems, and repairing building exteriors including metal fascia, concrete stairs, metal handrails, trim, and electrical systems. At the McCAll site specifically, work includes repairing concrete stairs and railings and installing new storm drain with inlet basin and underground piping. At the Council site, work includes installing a concrete equipment pad adjacent to the tree cooler, repairing metal fascia, painting the building exterior, removing overhead electrical service, and installing new underground electrical power service. Additional deferred maintenance at both sites includes installing insulation above reflected ceilings in offices and restrooms, replacing toilets, repairing and painting exterior metal railings, removing vinyl flooring and stains, repairing concrete floors, replacing exterior wood trim, replacing wall heaters in offices and restrooms, moving an electrical control box, replacing water heaters, and replacing trap primers. The drawing set includes twelve sheets with site plans, floor plans, elevations, roof addition plans and framing details, window plans and details, dock slab and storm drain specifications, and equipment pad details, dated September 25, 2025.
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Other files
| File | Type | Posted |
|---|---|---|
| Rev2_C04a_ SOI - TreeCooler DM (2026.03.09).xlsx | XLSX spreadsheet | |
| Rev2_ 240LT26Q0139 Due Date.pdf | ||
| Rev2_Spec-TreeCoolerDM(2026.9.2).docx | DOCX document | |
| Rev2_QA_240LT26Q0139 McCall Tree Cooler DeferredMaintenance.docx | DOCX document | |
| Rev2_Dwg-TreeCooler.pdf | ||
| C04d_DOL_Wage_ID20260020 05.18.2026.pdf | ||
| C04e - Experience Questionnaire.pdf | ||
| C04a_ SOI - TreeCooler DM (2026.03.09).xlsx | XLSX spreadsheet | |
| C04_1240LT26Q0139 RFQ.pdf | ||
| C04b_Spec-TreeCoolerDM(2026.5.21).docx | DOCX document | |
| C04f - Past Performance Data Sheet.pdf |
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Text version
FOREST LOCATION
VICINITY MAP
PROJECT LOCATION:
SHEET OF
United States Department of Agriculture
Forest Service
1 12
THE PROJECT IS LOCATED AT THE
MCCALL RANGER DISTRICT YARD
WITHIN THE CITY OF MCCALL,
IDAHO. 44°54'31.87"N 116°
6'28.76"W.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
IDAHO
VALLEY & ADAMS COUNTY
R4 INTERMOUNTAIN REGION
PAYETTE NATIONAL FOREST
MCCALL & COUNCIL DISTRICT
MCCALL & COUNCIL YARD TREE COOLER
DEFERRED MAINTENANCE
MCCALL RANGER DISTRICT OFFICE
102 W LAKE ST
MCCALL, ID 83638
VICINITY MAP
PROJECT LOCATION:
THE PROJECT IS LOCATED AT THE
COUNCIL RANGER DISTRICT YARD
WITHIN THE CITY OF COUNCIL,
IDAHO. 44°43'48.37"N
116°25'53.43"W.
COUNCIL RANGER DISTRICT
201 N DARTMOUTH ST (US95)
COUNCIL, ID 83612
INDEX OF SHEETS
SHEET DWG SHEET TITLE DATE
1 G1 COVER SHEET 09/25/2025
2 G2
PROJECT DESCRIPTION &
SCHEDULE OF ITEMS
09/25/2025
3 G3 GENERAL NOTES & LEGEND 09/25/2025
4 C1 SITE PLANS 09/25/2025
5 A1 FLOOR PLAN 09/25/2025
6 A2 ELEVATIONS 09/25/2025
7 A3 ROOF ADDTION PLAN 09/25/2025
8 A4 ROOF ADDTION FRAMING 09/25/2025
9 A5 ROOF ADDTION DETAILS 09/25/2025
10 D1 WINDOW PLAN & DETAILS 09/25/2025
11 D2 DOCK SLAB & STORM DRAIN 09/25/2025
12 D3 COUNCIL EQUIPMENT PAD 09/25/2025
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
PROJECT DESCRIPTION
& SCHEDULE OF ITEMS
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
G2 2 12
A. Work shall be performed at two sites, McCall Yard Tree Cooler and Council Yard Tree Cooler. Work involved at both sites includes the following: roofing replacement, roof extensions, and installing a new concrete pad in front of loading dock. Work specific to the McCall Yard Tree Cooler includes the following:
repairing concrete stairs & railings, and installing a new storm drain. Work specific to the Council Yard Tree Cooler includes the following: repairs to the building exterior trim, painting the building exterior, installing a concrete pad for equipment storage, repairing concrete stairs and railings, removing overhead power service to building, installing new underground power service, and repairing metal fascia on building. Additional work at both sites is included as deferred maintenance.
1. Work at each site includes the following:
a. Removal of approximately 3,725 square feet of existing metal roofing.
1) Existing roof plan dimensions are approximately 84 feet x 42 feet. Roof pitch is 4/12.
2) Salvage all existing roofing panels and place in location as directed by
COR.
b. Installing approximately 500 square feet of additional roof structure.
c. Installing approximately 4,225 square feet of new standing seam metal roofing.
d. Install a new concrete pad in front of loading dock.
e. Replace in kind all existing windows. Five windows at each site, Ten windows total.
2. Work at the McCall Yard Tree Cooler includes the following:
a. Repairing concrete stairs & railings.
b. Install new storm drain including inlet basin and underground piping.
3. Work at the Council Yard Tree Cooler includes:
a. Install concrete pad adjacent to tree cooler for the purpose of equipment storage.
b. Repair metal fascia on building exterior.
c. Paint building exterior.
a. Repair concrete stairs and metal handrails.
d. Repair trim on building exterior.
e. Remove existing overhead electrical power service to building.
f. Install new underground electrical power service.
4. Additional deferred maintenance includes the following
a. Installing insulation above reflected ceilings in offices and restrooms.
b. Replacing toilets.
c. Repairing and painting exterior metal railings.
d. Removing vinyl flooring, removing stains, repairing cracks, and polishing concrete floors.
e. Repairing and replacing exterior wood trim (all exterior trim at Council site).
f. Replacing wall heaters in offices and restrooms.
g. Moving electric control box to new location at McCall site.
h. Replacing water heater.
i. Replacing trap primer.
j. Replacing unit heater in wrapping room.
PROJECT DESCRIPTION SCHEDULE OF ITEMS
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
GENERAL NOTES &
LEGEND
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
G3 3 12
GENERAL NOTES:
1. PLEASE NOTE:THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS OF
THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL
UTILIZE THE CONSTRUCTION DRAWINGS AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED
INFORMATION TO PROVIDE COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN
DRAWINGS MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY
NOT BE INCLUDED IN DRAWINGS.
2. THE CONTRACTOR SHALL REPORT TO THE CONTRACTING OFFICER ALL CONDITIONS REQUIRING
COORDINATION OR CHANGES WITH THE CONTRACT DOCUMENTS. COORDINATION AND
APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS.
3. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN
CONTRACT (N.I.C.), EXISTING, OR BY OTHERS, ALL ITEMS, MATERIALS AND INSTALLATION OF
SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES
REQUIRED FOR THE WORK DEPICTED OR SPECIFIED.
4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE
CONTRACTOR IS TO CLARIFY WITH THE CONTRACTING OFFICER ANY SUCH DISCREPANCIES
PRIOR TO COMMENCING WORK.
5. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO DETERMINE
ANY LOCATIONS. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR
TO CONTINUING WITH WORK.
6. ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD UNLESS OTHERWISE INDICATED.
SEE NOTE ON "DIMENSIONING" THIS SHEET.
7. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE
DRAWINGS.
8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR
APPROVED SHOP DRAWINGS AND PRODUCT DATA SHEETS IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
9. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM
RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE
LOCATIONS SHOWN CANNOT BE GUARANTEED. ANY LOCATION STAKED OR SHOWN IS
APPROXIMATE. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.
10. UTILITIES SUCH AS: ELECTRICAL, SEWER, WATER, FIBER, AND PHONE LINES EXIST. THE
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE TO
LOCATE, PRESERVE, AND INTERRUPT ANY OF THE CURRENT SERVICES.
11. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING
UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. CALL 811
TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. THE GENERAL CONTRACTOR
SHALL BARE ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY
DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK.
12. ALL NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF LEGALLY OFFSITE AT AN APPROVED
LOCATION.
13. CONTRACTOR SHALL MINIMIZE OUTAGES AND ACCESS DISTURBANCE TO THE EXISTING
FACILITIES. ALL DISRUPTIONS TO THE EXISTING FACILITIES MUST BE COORDINATED THROUGH
THE C.O.R.
14. DO NOT REMOVE OR DAMAGE ANY TREE UNLESS IT IS SPECIFICALLY DESIGNATED TO BE
REMOVED.
15. CONCRETE SIDEWALKS AND SLABS NEXT TO BUILDINGS SHALL BE SLOPED TO DRAIN AWAY
FROM THE BUILDING AT A MINIMUM OF 2 PERCENT UNLESS NOTED OTHERWISE.
16. ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-1998, THE 2004 AMERICANS
WITH DISABILITIES ACT (ADA), AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES..
17. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN
WORKING ORDER.
18. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN
(BROOM) CONDITION AT ALL TIMES.
19. THE CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION
AND HOOK-UP OF ALL GOVERNMENT FURNISHED ITEMS UNLESS NOTED OTHERWISE ON THE
DRAWINGS.
20. THE CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO
CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE
STRUCTURAL SLAB OR FOUNDATION WALLS.
21. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRED.
22. ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH
APPROPRIATE SEALANT MATERIAL.
23. UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM, TREILLAGE
(ORNAMENTAL STRUCTURES), RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.
ELECTRIC AND COMM NOTES
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING ELECTRICAL AND
COMMUNICATIONS AS NOTED AND PROTECTING LINES AS NOTED.
25. THESE SITE PLANS DO NOT SHOW MOST OF THE ELECTRICAL AND COMMUNICATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING, AND FOR COORDINATING ELECTRICAL WORK
WITH THE POWER COMPANY.
26. EXISTING PHONE SERVICE IS GOVERNMENT OWNED. COORDINATE WITH THE CONTRACTING
OFFICER FOR DISCONNECTION OF LINES BEFORE CONTRACTOR REMOVAL. SEE ELECTRICAL
DRAWINGS FOR DESCRIPTION.
ABBREVIATION LEGEND:
COR.... CONTRACTING OFFICER REPRESENATIVE
FG ...... FINISHED GRADE
BLDG... BUILDING
FF ........ FINISHED FLOOR
FL ........ FLOW LINE
GRD..... GROUND
EO........ EDGE OF ROAD
LPP....... LIGHT UTILITY POLE
N.I.C...... NOT IN CONTRACT
TPP...... TELEPHONE UTILITY POLE
S .......... SLOPE
SD ....... STORM DRAIN
SS ....... SANITARY SEWER
SSMH... SANITARY SEWER MAN HOLE
W ......... WATER
MH........ MAN HOLE
(##) ...... EXISTING ELEVATION
INV ....... INVERT
ISPWC.. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
IDAPA... IDAHO ADMINISTRATIVE PROCEDURES ACT
CB ....... CATCH BASIN
FNC....... FENCE
EXISTING WATERLINE
EXISTING SEWERLINE
NEW ELECTRICAL LINE
EXISTING ELECTRICAL LINE
NEW TELECOMMUNICATIONS LINE
EXISTING TELECOMMUNICATIONS LINE
EXISTING SANITARY SEWER MANHOLE
POWER POLE
MAJOR CONTOUR AND ELEVATION (FEET)
W
S
LEGEND:
EXISTING ASPHALT
ACCESSIBLE PARKING STALL
SIGN
TELEPHONE PEDESTAL
E
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T
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EXISTING SURVEY CONTROL POINT
EXISTING VALVE AND BOX - SIZE VARIES
EXISTING DRAIN VALVE AND BOX - SIZE VARIES
EXISTING WATER METER - SIZE VARIES
HAND HOLE BOX
CONIFER TREE ( >60 FEET)
EXISTING FENCE
X
EXISTING CLEANOUT
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CO
EXISTING 2" PVC
POWDER SHED
MCCALL WHAREHOUSE
P
APPROX. DEPTH 3 FEET
VALVEBOX & WATERLINE TIE - IN
SCRAP PILE
SEWERLINE
PROPANE SHED
SHED
S H
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PROPANE
SHED
BLACKSMITH SHOP
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BUNKHOUSE
WATERLINE - PROTECT
PROPERTY LINE
UNDERGROUND ELEC.
DISTRIBUTION LINE -
UNDERGROUND
ELECTRICAL LINE
ELECTRICAL
VAULT
NEW ROOF ADDITION
NEW ROOF ADDITION
NEW CONCRETE SLAB
APPROXIMATE LOCATION OF NEW BASIN GRATE. CONTRACTOR
SHALL GRADE ALL ADJACENT SURFACES TO PROVIDE POSITIVE
DRAINAGE TOWARD THE NEW BASIN. MINIMUM SLOPE SHALL BE
SUFFICIENT TO CONVEY SURFACE WATER WITHOUT PONDING
REMOVE AND SALVAGE EXISTING ROOF
PANELS AND INSTALL NEW ROOF PANELS
#1324
HOUSE
WARE-
S T
A T
E
H
I G
H W
A Y
E
W
#1382
PROPANE
STORAGE
BARN
#1326
W
BURIED 24" DIA. CMP
W
W
W
PROPERTY LINE
ENG. SOILS
LAB
#1388
EXISTING BURIED WATERLINE
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POWER POLE & OVERHEAD POWER
CITY SEWERLINE - APPROX.
6' BELOW EXIST. GROUND
APPROX. SEWERLINE TIE
APPROX. WATERLINE TIE -
APPROX. DEPTH 4' - SEE TRENCH
BENCH MARK ELEV. = 500.0
ON TOP CONC. SLAB INSIDE
GARAGE DOOR
1-1/4" PVC
SEE NOTE 3.
DETAILS THIS SHEET.
CONCRETE VALVE BOX
25 PAIR PHONE LINE
APPROX. LOCATION
PIPE 4'-3" DEEP
NEW ROOF ADDITION
NEW ROOF ADDITION
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NEW CURB VALVE AND BLOW OUT
NEW CONCRETE SLAB
12FT X 20FT
REMOVE EXISTING POWER POLE & OVERHEAD POWER
REMOVE AND SALVAGE EXISTING ROOF PANELS AND INSTALL
NEW ROOF PANELS
O E
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OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
SITE PLAN (MCCALL)
SCALE: 1/64" = 1'-0"
SITE PLAN (COUNCIL)
SCALE: 1/64" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
SITE PLANS
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
C1
4 12SCALE IN FEET
032 32 64
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FOREST STREET
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TREE COOLER BUILDING
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OPEN DITCH
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DRAINAGE GRATE AND BASIN
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BURIED 12" SDR35
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A2
12'
MEN
CONDENSER UNITS
ROOM
STORAGE/BREAK
WOMEN
SINK
DOCK
10'
WRAPPING ROOM
ROOM 103
ACCLIMATION
11'
A2
COLD STORAGE
5'
CORRIDOR
RAMPLANDING LANDING
ATTIC ACCESS
80'
10'
DOWN
NEW ROOF ADDITION
TO COVER EXISTING
STAIRS
INSTALL NEW ROOF ADDITION TO
COVER EXISTING LANDING &
RAMP
INSTALL NEW STEEL COLUMNS TO
SUPPORT ROOF ADDITION (TYP 3)
NEW HEATER
REPLACE EXISTING
WATER HEATER
REPLACE
EXISTING
WINDOWS
(TYP 5)
NEW CORBEL TO
SUPPORT ROOF
ADDITION (TYP 2)
COUNCIL SITE
ONLY. NEW
CONCRETE
EQUIPMENT
PAD
WATER
HEATER
REPLACE EXISTING TRAP
PRIMER AT MCCALL SITE
MODIFY
EXISTING
HANDRAIL
CONDENSER UNITS
NEW SLAB
AT
LOADING
DOCK
FLOOR PLAN
SCALE: 1/8" = 1'-0"
1 DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
FLOOR PLAN
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
A1 5 12
SCALE IN FEET
04 4 8
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E
P R
O P
E R
T Y
L I N
E
9'-0" +/-
2-24"X30" VENTS
ALL CORNERS
1"X4" TRIM TYP.
5-1/4" X 11-7/8"
MICROLAM LVL BEAM
EXISTING
4" PIPE
COLUMN
NEW ROOF
EXTENSION
NEW ROOF 4-INCH
SCH 80 STEEL PIPE
CORBEL (TYP 2)
NEW CONCRETE
SLAB SEE SHEET D2
NEW SLAB SHALL
MATCH ELEVATION
OF EXISTING STAIR
LANDING. SLOPE
SLAB FOR DRAINAGE
PER SHEET D2.
REMOVE AND
SALVAGE EXISTING
ROOFING PANELS.
INSTALL NEW
ROOFING PANELS
MODIFY
EXISTING
HANDRAIL
REMOVE AND SALVAGE EXISTING
ROOFING PANELS. INSTALL NEW
ROOFING PANELS
INSTALL NEW ROOF
EXTENSION
INSTALL NEW ROOF
EXTENSION
BOLT NEW
CORBEL TO
EXTERIOR WALL.
SEE SHEETS A4
AND A5
INSTALL NEW PIPE COLUMN TYP 3.
SEE SHEETS A3, A4, AND A5
INSTALL NEW
CONCRETE SLAB.
SEE SHEET D2.
COUNCIL SITE
ONLY. INSTALL
NEW CONCRETE
EQUIPMENT PAD
A5
A5
WELD NEW
CORBEL TO
EXISTING PIPE
COLUMN. SEE
SHEET A5
LOADING DOCK ELEVATION
SCALE: 1/8" = 1'-0"
RAMP & LANDING ELEVATION
SCALE: 1/8" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
ELEVATIONS
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
A2 6 12
SCALE IN FEET
04 4 8
AutoCAD SHX Text
FILL SLOPE
AutoCAD SHX Text
FILL SLOPE
AutoCAD SHX Text
AutoCAD SHX Text A5
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AutoCAD SHX Text
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14'-0"
DOWN
27'-0"
LANDING 7
RAMP LANDING
" X 11
" VERSALAM
LVL BEAM
EDGE OF EXISTING
ROOF. 2'-0"
OVERHANG FROM
EXTERIOR WALL
(TYP)
EDGE OF EXISTING
ROOF. 2'-0"
OVERHANG FROM
EXTERIOR WALL
(TYP)
NEW FASCIA
LINE. MATCH
EXISTING
FASCIA
" X 11
VERSALAM
LVL BEAM
2'-0" 2'-0"
2'-0" 2'-0"
EDGE OF NEW ROOF
ADDITION 2'-0"
OVERHANG FROM
STAIR AND LANDING
EDGE OF NEW ROOF
ADDITION 2'-0"
OVERHANG FROM
RAMP AND LANDING
ROOF ADDITION PLAN
SCALE: 1/8" = 1'-0"
WELL COMPACTED
7'
COLD STORAGE
NEW ROOF EXTENSION
IMPORTED MATERIAL
RAMP & LANDING SECTION
SCALE: 1/8" = 1'-0"
12"
12"
5'-0"
BEAM FOR
NEW ROOF
EXTENSION
RAMP & LANDING SECTION
SCALE: 1/8" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
ROOF ADDTION PLAN
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
A3 7 12
SCALE IN FEET
04 4 8
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AutoCAD SHX Text A3
AutoCAD SHX Text
AutoCAD SHX Text A3
AutoCAD SHX Text
AutoCAD SHX Text A4
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
SCUPPERS
AutoCAD SHX Text
NOTE: DIMENSIONS BETWEEN HANDRAILS MAY VARY
AutoCAD SHX Text
DUE TO TYPE OF PIPE USED, HOWEVER, THE
AutoCAD SHX Text
4" REINFORCED CONCRETE SLAB
AutoCAD SHX Text
4" COMPACTED AGGREGATE
AutoCAD SHX Text
OVERALL HEIGHT SHALL BE AS SHOWN.
AutoCAD SHX Text
1-1/4" I.D. SCH. 80 PIPE HANDRAIL
AutoCAD SHX Text
RAISED CURB -
AutoCAD SHX Text
4"X3" TREATED
AutoCAD SHX Text
EXPANSION JOINT
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6" CONC. WALL
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6" CONC. WALL
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14'-0"
DOWN
27'-0"
LANDING
RAMP LANDING
" X 11
" VERSALAM
LVL BEAM
EDGE OF EXISTING ROOF. 2'-0" OVERHANG
FROM EXTERIOR WALL (TYP)
NEW FASCIA
LINE. MATCH
EXISTING
FASCIA
" X 11
VERSALAM
LVL BEAM
1'-0"
2'-0" 2'-0"
EXTERIOR
WALL FACE
JOISTS @ 24" O.C.
RAFTERS @ 12" O.C.
RAFTERS @ 12" O.C.
NEW RAFTERS TO EXTEND
2'-0" BEYOND EXTERIOR
WALL TOWARDS PEAK
SCAB NEW RAFTERS
ONTO ROOF TRUSSES
ROOF ADDITION FRAMING PLAN
SCALE: 1/8" = 1'-0"
EVE DETAIL
SCALE: 1/8" = 1'-0"
4" SCH 80 STEEL PIPE CORBEL
VERIFY EXISTING
FRAMING USED AS
BACKING FOR NEW
CORBEL ATTACHMENT
CORNER OF BUILDING
2X6 STUD
EXTERIOR SHEATHING
AND SIDING
CORBEL WELDED TO STEEL PLATE AND
BOLTED TO EXISTING PLYWOOD
SHEATHING
BOLT CORBEL AND PLATE DIRECTLY TO
EXISTING BUILDING PLYWOOD SHEATHING
EXISTING SHEATHING AND SIDING
CORBEL ATTACHMENT DETAIL
SCALE: 1/2" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
ROOF ADDTION FRAMING
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
A4 8 12
SCALE IN FEET
04 4 8
AutoCAD SHX Text
AutoCAD SHX Text A5
AutoCAD SHX Text
AutoCAD SHX Text A5
AutoCAD SHX Text
AutoCAD SHX Text A5
AutoCAD SHX Text soffits (typ)
AutoCAD SHX Text 2 x 6 df rafters
AutoCAD SHX Text @ 12" o.c. (no. 2 or
AutoCAD SHX Text vented metal
AutoCAD SHX Text 4" sch80 steel pipe column
AutoCAD SHX Text 5 1/4" x 11 7/8"
AutoCAD SHX Text metal drip edge
AutoCAD SHX Text new alum. fascia
AutoCAD SHX Text (match exist.) over
AutoCAD SHX Text 2 x 6 sub-fascia
AutoCAD SHX Text vented metal
AutoCAD SHX Text versalam-plus
AutoCAD SHX Text flashing (typ)
AutoCAD SHX Text soffit
AutoCAD SHX Text beam
AutoCAD SHX Text better)
AutoCAD SHX Text new roofing (match
AutoCAD SHX Text exist.) over ice & water
AutoCAD SHX Text plywood sheathing
AutoCAD SHX Text simpson h2.5 at each end
AutoCAD SHX Text of rafters (typ)
AutoCAD SHX Text shield over 5/8"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
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NEW ROOF
EXTENSION
BOLT NEW
CORBEL TO
EXISTING
WALL
NEW ROOF
EXTENSION
WELD NEW
CORBEL TO
EXISTING
COLUMN
LOADING DOCK ELEVATION
SCALE: 1/8" = 1'-0"
LOADING DOCK SECTION
SCALE: 1/8" = 1'-0"
FLASHING DETAIL
SCALE: 1/8" = 1'-0"
FRAMING DETAIL
SCALE: 1/8" = 1'-0"
POST DETAIL
SCALE: 1/8" = 1'-0"
PIPE CORBEL DETAIL
SCALE: 1/4" = 1'-0"
PIPE CORBEL DETAIL
SCALE: 1/4" = 1'-0"
ROOF EXTENSION RAFTER
4-INCH STEEL
PIPE CORBEL
4-INCH STEEL
PIPE COLUMN
ROOF EXTENSION BEAM
SIMPSON CCO-6
W/4
INCH BOLTS
ROOF EXTENSION RAFTER
4-INCH STEEL
PIPE CORBEL
FACE OF EXTERIOR WALL
ROOF EXTENSION BEAM
SIMPSON CCO-6
W/4
INCH BOLTS
4-INCH TRIM BOARD
INCH PLATE STEEL
A4
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
ROOF ADDTION DETAILS
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
A5 9 12
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
EXISTING LOADING
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
AutoCAD SHX Text A5
AutoCAD SHX Text exist. metal fascia
AutoCAD SHX Text and sub-fascia to
AutoCAD SHX Text new fascia
AutoCAD SHX Text edge of exist.
AutoCAD SHX Text sheathing (to
AutoCAD SHX Text remain)
AutoCAD SHX Text install new 2x6 @ 12" OC
AutoCAD SHX Text existing truss. Extend
AutoCAD SHX Text two feet beyond face
AutoCAD SHX Text rafters scabbed onto
AutoCAD SHX Text existing trusses
AutoCAD SHX Text @ 24" o.c.
AutoCAD SHX Text new 2 x 6 blocking
AutoCAD SHX Text face 0f exist. bldg
AutoCAD SHX Text lookout rafters
AutoCAD SHX Text (match size
AutoCAD SHX Text w/lookouts)
AutoCAD SHX Text install new
AutoCAD SHX Text remain
AutoCAD SHX Text (match existing)
AutoCAD SHX Text of exterior wall
AutoCAD SHX Text exist. dwarf end truss
AutoCAD SHX Text new 2 x 6 blocking
AutoCAD SHX Text
2 X 6 SUB-FASCIA
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
METAL DRIP EDGE
AutoCAD SHX Text
TYP ALL EDGES
AutoCAD SHX Text
METAL FASCIA
AutoCAD SHX Text
TYP. ALL FASCIA
AutoCAD SHX Text
METAL ROOFING
AutoCAD SHX Text
VENTED METAL SOFFIT
AutoCAD SHX Text
TYP. ALL SOFFITS
AutoCAD SHX Text
4" SCH80 PIPE COLUMN
AutoCAD SHX Text
5 1/4" X 11 7/8" VERSALAM
AutoCAD SHX Text
W/4- 5/8" BOLTS
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
LVL BEAMS
AutoCAD SHX Text
SIMPSON CCO-6
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
EXISTING LOADING
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
AutoCAD SHX Text A5
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
45DEG
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
45DEG
AutoCAD SHX Text F
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WINDOW SCHEDULE
NO SCALE
OBSCURED GLAZING - 2 EA.
3 EA.
SINK
MEN
CORRIDOR
WOMEN
DOWN
STORAGE/BREAK
ROOM
ACCLIMATION
ROOM 103
WRAPPING ROOM
LANDING
COLD STORAGE
RAMP LANDING
TRENCH DRAIN
2 1
1 1
CONTROL JOINTS ON 6-FOOT X
6-FOOT GRID. CUT OR TROWEL.
WINDOW PLAN - EXISTING
SCALE: 3/32" = 1'-0"
4" I.D. PIPE COLUMN
5"
1-1/2"
8"
1/4"
WELD
1-1/2"
C
L
SCHEDULE 80
C
L
ANCHOR PER MANUFACT'S
5-1/4"X11"-7/8"
6"
5-3/8"
WELD
1/4"
WRAP END (TOP & SIDES) W/GALV.
METAL FLASHING - PAINT TO MATCH
BODY OF BUILDING
PAINT BEAM TO MATCH
5"
1-1/2"1-1/2"
DRILL 9/16" HOLES
FOR 1/2"X6" ANCHOR
BOLTS W/PLATE AND
BASE PLATE
SPLIT WASHERS
MICRO=LAM LVL BEAM
BODY OF BUILDING
RECOMMENDATIONS
PIPE COLUMN DETAIL
NO SCALE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
WINDOW PLAN &
DETAILS
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
D1 10 12
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
WATER
AutoCAD SHX Text
HEATER
AutoCAD SHX Text F
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DOCK SLAB PLAN
SCALE: 1/8" = 1'-0"
DOCK SLAB SECTION
SCALE: 3/16" = 1'-0"
MASTIC EXPANSION GASKET BETWEEN
NEW SLAB AND EXISTING FOOTING
6" DEPTH CONCRETE SLAB W/ #4 REBAR REINFORCING
18" O.C. BOTH WAYS MAINTAIN REBAR SO THAT IT IS
SUSPENDED IN CENTER OF CONCRETE PAD
6" COMPACTED CRUSHED AGGREGATE
GRADING "C"
EXISTING GROUND
6" DEPTH COMPACTED AGGREGATE
SHOULDER TYP. CUT OR FIL
DOCK
2'-8"
O
R
M E
N
C O
R R
I D
O R
D O
W N
D O
C K
25'-6"
CONTROL JOINTS ON 10-FOOT X
10-FOOT GRID. CUT OR TROWEL.
3'-6"
EDGE GUARD (TYP ALL EXPOSED CONCRETE
EDGES) SEE DETAIL 4 SHEET D2.
MATCH
GRADE AT
EXISTING
STAIR
LANDING
EXISTING GROUND
6" DEPTH COMPACTED AGGREGATE
SHOULDER TYP. CUT OR FIL
3"X3"X
" STEEL
ANGLE W
" STUDS
24" OC (TYP)
6" COMPACTED CRUSHED AGGREGATE
CONCRETE SLAB
DRAINAGE BASIN & GRATE
NO SCALE
SLAB EDGE DETAIL
SCALE: 1" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
DOCK SLAB & STORM
DRAIN
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
D2 11 12
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
FILL SLOPE
AutoCAD SHX Text
2 FT X 2 FT PRECAST CONCRETE BOX W/ SIDE KNOCK-OUTS
AutoCAD SHX Text
CONCRETE RISER(S) AS NEEDED
AutoCAD SHX Text
TRAFFIC RATED STEEL INLET GRATE
AutoCAD SHX Text
SLOPE 1%%%
AutoCAD SHX Text
SLOPE 1%%%
AutoCAD SHX Text
AutoCAD SHX Text D2
AutoCAD SHX Text
AutoCAD SHX Text D3
AutoCAD SHX Text
AutoCAD SHX Text D2
AutoCAD SHX Text
AutoCAD SHX Text D2
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
FILL SLOPE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
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AutoCAD SHX Text C
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AutoCAD SHX Text T
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COLD STORAGE
12'
CONTROL
JOINTS ON
6-FOOT X
6-FOOT GRID.
CUT OR
TROWEL.
D3
MASTIC EXPANSION GASKET BETWEEN
NEW SLAB AND EXISTING FOOTING
4" DEPTH CONCRETE SLAB W/ #4 REBAR REINFORCING 18"
O.C. BOTH WAYS MAINTAIN REBAR SO THAT IT IS
SUSPENDED IN CENTER OF CONCRETE PAD
6" COMPACTED CRUSHED AGGREGATE
GRADING "C"
EXISTING GROUND
6" DEPTH COMPACTED AGGREGATE
SHOULDER TYP. CUT OR FIL
TOP OF NEW SLAB SHALL BE 8" BELOW EXISTING SIDING
AT BUILDING FOUNDATION WALL
SLOPE 1% AWAY FROM BLDG
EQUIPMENT SLAB PLAN
SCALE: 1/8" = 1'-0"
EQUIPTMENT SLAB SECTION
SCALE: 1/4" = 1'-0"
CONTROL JOINT DETAIL
NO SCALE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
MCCALL &
COUNCIL YARD
TREE COOLER
DEFERRED
MAINTENANCE
PAYETTE NATIONAL
FOREST
MCCALL & COUNCIL DISTRICT
COUNCIL EQUIPMENT
PAD
09/25/2025
G.LEVESQUE
W.DAY
S.THOMPSON
D3 12 12
AutoCAD SHX Text
SLOPE 1%%%
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
FILL SLOPE
AutoCAD SHX Text 1"
AutoCAD SHX Text
(SHORE HARDNESS >80)
AutoCAD SHX Text
SEALER
AutoCAD SHX Text
IF SAWCUT ONLY, FILL WITH
AutoCAD SHX Text
IMMEDIATELY AFTER POURING
AutoCAD SHX Text
STRIP PLACED IN SLAB
AutoCAD SHX Text
1/8" PREFORMED HARDBOARD
AutoCAD SHX Text F
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AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| Sheets and Views |
| _G1_TreeCooler-G1 |
| _A1_TreeCooler-G2 |
| _A1_TreeCooler-G3 |
| _A1_TreeCooler-C1 |
| _A1_TreeCooler-A1 |
| _A1_TreeCooler-A2 |
| _A1_TreeCooler-A3 |
| _A1_TreeCooler-A4 |
| _A1_TreeCooler-A5 |
| _A1_TreeCooler-D1 |
| _A1_TreeCooler-D2 |
| _A1_TreeCooler-D3 |
File details come from the government source that posted it. Updated .